1297054 九、發明說明： 【發明所屬之技術領域】 本發明是關於-種在將六角形模板片組合成蜂巢狀而 修築賴道壁面鋪覆施玉部分從正規的㈣軸線偏離的情 況下，用來修正該偏離的隧道壁面鋪覆施工修正方法。 【先前技術】 自以前迄今，隨著利用潛盾工法（shield meth()d)_ 籲隨道而組裝在其開挖壁面的模板片大多是使用沿著隨道的 •開挖面而彎曲之長方形狀的模板片（segment，扁形的模板 •片，本文中簡稱為模板片）。 . 纟用長方形狀的模板片㈣道壁面鋪覆施1部分進行 :工的情況下’在模板片彼此的連接作業上顯,然相當麻 、’而且’在利用推進千斤頂於模板片端面取得反力而使 衣rmg) ’也就疋只能使其每次推進模板片的寬度尺寸， 因而有隧道壁面施工之作業效率降低的缺點。 為了解決這種缺點’開發了—種使用六角形狀之模板 1片)的隨還壁面鋪覆施工部分的施工法(例如，參照專利文獻 巢狀=?施工法是藉由將複數個六角形模板片組合成蜂 二嶋梁随道壁面鋪覆施工部分。模板片彼此的連牡由 連側傾斜端面以嵌合狀態接合在_道軸線方向 =::::=:所形成的”形端*，因此 而不而要利用螺栓·螺帽之連結。 317176 1297054 山而且，完成壁面鋪覆施工的模板片之隧道軸線方向的 立“會形成突出的模板片之半部所形成的突出端面與可供 y個拉板片之半部嵌合的凹部之端面交互露出的狀態， 因而在利用推進千斤頂使潛盾鑽掘機推進時，可使推進千 斤頂的則端壓接於模板片的突出端面及凹部之端面任一方 而推進。 ☆亦即’由於可將推進千斤頂的前端也抵接於模板片之 度ΐ寸—半的部位，因此可使潛盾鑽掘機每次推進模板 -之寬度尺寸的-半’該結果便可獲得隧道壁面鋪覆施工 — 之作業效率提升的優點。 .—[專利文獻1]曰本特開平3_87226號公報（第8圖、 弟9圖）。 【發明内容】 [發明所欲解決之課題] > #上述六角形模板片組合成蜂巢狀而㈣道壁面鋪覆 馨施工部分進行駐日枝—面利㈣定^具進行計測一面施 但有k多少會朝左右方向或前後方向偏離。在此情況 下、，如果偏離量小，則直接在該狀態下一面進行修正一面 推進’但如果偏離量超過容許值，則必須強制使隧道彎曲。 ^此情況下，過去是使用形狀與一般六角形模板片不同的 變形六角形模板片，並利用此變形六角形模板片使隨道的 軸線朝向預定方向而對隨道壁面鋪覆施工部分進行擎曲施 工0 然而，過去的隧道壁面鋪覆施工修正方法是配合現場 317176 1297054 而準備數十種的變形六角形模板 使隧道的軸線朝.箱—士 a 將其組合，藉此 付工± 預疋方向而對隨道壁面鋪覆施工部八、隹 因於所要使用的變形六角形模板片的種類：： 因:有除了這些六角形模板片的製造麻煩之外，=多， 六角形模板片的管理也相當困難的問題。 、有沒些 本發明是鑒於上述的習知問題而研創者， 提：-種所要使用的變形六角形模板；，：：於 =成本，同時這些模板片的管理也較為容= 面鋪覆施工修正方法。 勿妁隧運壁 [用以解決課題之手段] 於所道壁面鋪覆施工修正方法是在將具有相對 拓交的兩側端面的六角形模 ，、且。成蜂巢狀而構築的隨道壁面鋪覆施工部分、 用來修正該偏離的隨道壁面鋪覆施工 二4 寸徵為：將使前述兩側端面中的一方相對於 ，广反片板面形成鈍角或銳角的側斜六角形模板片（他 =ed hexag酿丨segment)、以及在中央部分具有相對於 •而面大致平行而延伸之彎曲部的中斜式六角形模板片 (center tapered segment) ’沿著随道圓周方向交互並且使这 ^六角形模板片彼此朝随道轴線方向偏離而配置，藉此使 所述側斜六角形模板片之側端面當中的—方與前述^斜式 =角形模板片的彎曲部形成連續的彎曲邊界面，並且以1 ^曲邊界面為界’使位於彎曲邊界面之兩側的隨道壁面鋪 復知工部分彎曲。 317176 7 1297054 、、根據這種特徵，藉由單單組合側斜六角形模板片及中 钭^ 角形板板片，便可形成彎曲邊界面，無論現場狀況 ^何藉由使用預定形狀的變形六角形模板片（側斜六角形 模板片及中斜式六角形模板片的總稱，以下亦同），便可用 種類少的變形六肖形模板片對於隧道壁面鋪覆施工部分的 彎曲部進行施工。 而且，本發明的隧道壁面鋪覆施工修正方法是朝隧道 轴線方向隔以預定間隔設置兩面前述彎曲邊界面，並且使 :兩面，曲邊界面中，以隧道壁面鋪覆施工方向為基準的 弟1個=曲邊界面之前段㈣的隧道壁面冑覆施工部分的轴 2 一第2個芎曲邊界面之後段側的隧道壁面鋪覆施工部 为的軸線彼此形成平行狀態而使隧道壁面鋪覆施工部分彎 曲0 、、，辟根據這種特徵’由於第1個彎曲邊界面之前段側賴 …鋪覆施工部分的軸線、與第2個彎曲邊界 段 側的隨道壁面储$ # «τ Μ \ 。面鋪復鈀工部分的軸線會彼此平行，因此可在 呆夺隨道轴線形成直線狀的狀態下修正隨道的偏離。 對rI二:兩面彎曲邊界面附近的各個樣態是形成彼此點 種^ 11此可減少所要使料變形六角形模板片的 辟面=^本發明⑽道壁面鋪覆施碍正方法是㈣ 空囱舖覆施工部分蠻曲而技 义 弓曲而將開丽述言曲邊界面的 ::?=:，在將前述六角形模板片朝隨道圓周方向連 以又為-個模板環時形成h5個模板環的寬度之值。 317176 8 •1297054 柜據這種4寸彳攻，可使變形六角形模板片的寬度與其他 ^六角形模板片的寬度大致相等，因此變形六角形模板 片冒形成與其他—般六角形模板片同等的大小，所以在處 理該變形六角形模板片上，就會與其他—般的六角形模板 片大致相同’在該變形六角形模板片的製作、管理、施工 上更為有利。 [發明之效果] ，才艮據本發明之隨道壁面鋪覆施工修正方法，無論現場 • 何’皆可利用種類少的變形六角形模板片來對隨道 土面鋪復知工部分的彎曲部進行施工。 【實施方式】 [用以實施發明的最佳形態] 以下，針對本發明之隧道壁面舖覆施工修正方法 施形恶’根據圖面加以說明。 、 囷中付號1疋龜殼狀的六角形模板片。此六角 t形核板片1是將兩端各自朝左右斜斜切開並且 向彎曲的大致長方形狀模板片，並且具有左右的側端面u 及兩端的傾斜端面lb。而且是以兩側端面u、h相對於 ㈣的H大致正交的狀態組合成蜂巢狀 道壁面舖覆施工部分T。 /在此，_道的圓周方向依序組合成曲折（zlg_zag^ 形而在該方向相鄰的六角形模板片1彼此的連結，是藉由 將接下來要放置的六角形模板片之—方的兩側傾斜端曰面 …ib以我合狀態接合在朝隨道之轴線方向連結的兩個六 317176 9 1297054 角形模板片卜！之傾斜端面lb、lb 來進行。因此，士忐辟品A ^成的V字形端面 突出的隨道車由線方向的端面是使 大出的六角形模板片1之半部所形成的突出端面？、使 可供下一個六角形模板片之半 以及 3朝随道圓周方向交互形成，而，的寺，梯形狀空間部 端面la取得潛盾機之推進 /、他路出的側 的開挖。 +斤頁的反力而連續進行隧道 产、兄二面舖覆施工部分T從正規的隧道軸線偏離的 月况下，疋採用如下的修正方法。 〜亦即，如弟2圖所示，在隨道壁面舖覆施工部分的預 疋位置形成有彎曲邊界面4’並且以此彎曲邊界面4為界: 使位於其兩侧的隧道壁面舖覆施工部分丁彎曲。彎曲邊界 二是藉由將使兩側端面當中的一方％相對於模板片板 形成純角或銳角的側斜六角形模板片5(參照第5圖、 弟7圖）、以及在中央部分具有相對於側端面卜大致平行 :延伸之彎曲部6的中斜式六角形模板片7(參照第5圖、 第圖）加以，·且&而形成。亦即，使這些變形六角形模板片 彼此:著迢圓周方向交互並且朝隨道轴線方向偏離而配 置，藉此使側斜六角形模板片5之側端面la中的一方5以 的斜面部所形成的部位、與中斜式六角形模板片7的彎曲 部6連續而形成彎曲邊界面4。 此外在此有日守會將側斜六角形模板片5及中斜式六 角形模板片7稱為變形六角形模板片，將未形成有斜面部 317176 10 1297054 •的六角形模板片稱為直線式六角形模板片。在第2圖第 ::當：：以單向斜線表示變形六角形模板片，以雙向斜 、衆表不其中的不等高梯形狀部。 側斜六角形模板片5是如第7圖所示’使並 !成與H向邊彼此形成平行狀態的直線式六角形模板^ 半仰狀及大小相同的等高梯形狀部心使另一 牛成不寺咼梯形狀部5b。 故的側==形狀部&的外圍端面是由朝向隨道圓周方向 :=:raa以及由此側端面^之兩端朝外側以同-傾 不二斜之同一長度的傾斜端面5ab所形成。另—方面， 部5b的外圍端面是由具有與等高梯形狀部 一長度Γ端ΓΓ線式六角形模板片1之側端面1玨同 傾斜並==及由此側端面5ba之兩端朝外側 且，不算1 各不相同的傾斜端® 5bb所形成。而 對於模板：狀二:直的:一是如第6圖所示，相 或銳角而傾斜。此時角度’也就是形成鈍角 置於隨道壁面舖==因為侧斜六角形模板片5配 第5圖、第6圖）h的哪個位置而各有不同（參照1297054 IX. Description of the Invention: [Technical Field] The present invention relates to a case where a hexagonal template piece is combined into a honeycomb shape and a wall portion of the wall is paved to be offset from a normal (four) axis. To correct the deviation of the tunnel wall surface construction correction method. [Prior Art] Since the past, the template sheets assembled on the wall of the excavation using the shield meth ()d) have been bent using the excavation surface along the track. Rectangular template piece (segment, flat template piece, referred to as template piece in this article).纟 Use a rectangular template piece (4) Road wall covering 1 part: In the case of work, 'the connection between the template pieces is obvious, but it is quite numb, 'and 'in the end of the template sheet using the push jack The force makes the clothes rmg) 'It is only possible to push the width dimension of the template piece each time, so there is a disadvantage that the work efficiency of the tunnel wall surface construction is lowered. In order to solve this shortcoming, the construction method of the wall-covering construction part with the use of a hexagonal-shaped template is developed (for example, refer to the patent document nesting=? construction method by using a plurality of hexagonal templates) The sheets are combined into a bee-two beam to cover the construction part of the wall surface. The connecting pieces of the template sheets are joined by the side inclined end faces in a fitting state in the direction of the axis of the road =::::=: formed "shaped end*, therefore It is not necessary to use the bolt-and-nut connection. 317176 1297054 Mountain, and the vertical direction of the tunnel in the direction of the tunnel axis of the formwork of the wall covering construction is completed. The end faces of the half-fitted recessed portions of the pull-tabs are mutually exposed, so that when the shield-drilling machine is advanced by the push jack, the end of the push jack can be crimped to the protruding end faces and recesses of the template piece. Advancing on either side of the end face. ☆ That is, because the front end of the push jack can also abut the half inch of the template piece, so that the shield drilling machine can advance the width of the template - half As a result, it is possible to obtain an advantage of the work efficiency improvement of the tunnel wall surface construction work. - [Patent Document 1] Japanese Patent Laid-Open No. Hei 3_87226 (Fig. 8, FIG. 9). The problem to be solved] >#The above hexagonal template pieces are combined into a honeycomb shape and (4) the wall surface is covered with a smudged construction part for the station-day branch-surface (4) fixed tool to measure one side but the k is somewhat to the left or the right direction or the front and rear direction In this case, if the amount of deviation is small, the correction is made while directly correcting in this state. However, if the amount of deviation exceeds the allowable value, the tunnel must be forced to bend. ^ In this case, the shape and Generally, the hexagonal template piece has different deformed hexagonal template pieces, and the deformed hexagonal template piece is used to make the axis of the accompanying track face the predetermined direction for the construction of the wall portion of the accompanying wall surface. However, the tunnel wall pavement in the past The method of repairing the overburden is to prepare dozens of deformed hexagonal templates in conjunction with the site 317176 1297054 so that the axis of the tunnel is combined with the box--a ± Pre-twisting direction and covering the construction wall with the road surface. 8. Due to the type of deformed hexagonal template piece to be used:: Due to the trouble of manufacturing these hexagonal template pieces, = more, hexagonal The management of the template piece is also a very difficult problem. There are some inventions which are based on the above-mentioned conventional problems, and propose: a modified hexagonal template to be used;;::==cost, and these template pieces The management is also more than a face-to-face construction correction method. Do not use the tunnel wall [means to solve the problem] The construction method for the pavement surface is to use a hexagonal die with opposite ends on both sides. , and the construction part of the bedding wall is constructed in a honeycomb shape, and the wall covering construction for correcting the deviation is two or four inches: the one of the two end faces is opposite to the a slanted hexagonal template piece having an obtuse or acute angle (he = ed hexag segment), and a moderately slanted hexagonal template piece having a curved portion extending substantially parallel with respect to the surface in the central portion ( Cente r tapered segment) 'interacting in the circumferential direction of the track and arranging the hexagonal template pieces toward each other in the direction of the track axis, thereby making the side of the side end face of the side oblique hexagonal template piece The curved portion of the above-mentioned oblique = angular template sheet forms a continuous curved boundary surface, and is bounded by a 1 ^ curved boundary surface to bend the wall portion of the curved wall surface on both sides of the curved boundary surface. 317176 7 1297054 According to this feature, a curved boundary surface can be formed by simply combining a side-to-side hexagonal template piece and a middle-angled angle-shaped plate piece, regardless of the field condition, by using a deformed hexagon of a predetermined shape. The template piece (the general name of the side-slanted hexagonal template piece and the medium-slanted hexagonal template piece, the same applies hereinafter), the curved portion of the construction part of the tunnel wall surface can be constructed by using the deformed six-shaped template piece with a small variety. Moreover, the tunnel wall covering construction correction method of the present invention is to provide the above-mentioned curved boundary faces at predetermined intervals in the tunnel axis direction, and to make the two sides, the curved boundary faces, the tunnel wall surface covering construction direction as the reference. The axis of the tunnel wall covering the construction section of the first section (4) of the curved boundary surface (4), the axis of the tunnel wall surface of the rear section of the second tortuous boundary surface is parallel to each other, and the tunnel wall surface is covered. The construction part is bent by 0, and according to this feature 'Because the first curved boundary surface is on the side of the front section, the axis of the construction part is covered, and the side wall of the second curved boundary section is stored. # # «τ Μ \ . The axes of the surface paving palladium portions are parallel to each other, so that the deviation of the track can be corrected in a state in which the axis of the pavement is linear. For rI two: the various states near the curved boundary surface of the two sides are formed to point to each other. 11 This can reduce the surface of the hexagonal template piece to be deformed. ^^ The method of (10) the wall covering of the invention is (4) The bunker construction part is quite curved and the skill is bowed and the opening of the curved surface of the singularity::?=:, when the hexagonal template piece is connected to the circumferential direction of the path to form a template ring The value of the width of the h5 template rings. 317176 8 • 1297054 According to this 4-inch attack, the width of the deformed hexagonal template piece is approximately equal to the width of the other hexagonal template pieces, so the deformed hexagonal template piece is formed and formed with other hexagonal template pieces. The same size, so the processing of the deformed hexagonal template piece will be substantially the same as other general hexagonal template pieces. It is more advantageous in the production, management and construction of the deformed hexagonal template piece. [Effects of the Invention] According to the present invention, the method for correcting the wall covering construction of the roadway can be used to bend the curved portion of the road surface by using a variety of deformed hexagonal template sheets. Construction is carried out by the Ministry. [Embodiment] [Best Mode for Carrying Out the Invention] Hereinafter, the tunnel wall surface construction correction method of the present invention will be described with reference to the drawings. , 囷中付号 1疋 turtle shell-shaped hexagon template piece. The hexagonal t-shaped core sheet 1 is a substantially rectangular template sheet which is cut obliquely to the left and right at both ends, and has left and right side end faces u and inclined end faces lb at both ends. Further, the honeycomb-side wall surface covering construction portion T is combined in a state in which the both end faces u and h are substantially orthogonal to the H of (4). / Here, the circumferential direction of the _ track is sequentially combined into a zigzag (zlg_zag^ shape) and the hexagonal template pieces 1 adjacent in the direction are connected to each other by the hexagonal template piece to be placed next. The slanted end faces on both sides... ib is joined in the state of the two 317176 9 1297054 angled slabs connected to the axis of the track; the inclined end faces lb, lb are carried out. The end face of the A-shaped V-shaped end face protruding from the line direction is a protruding end face formed by the half of the large hexagonal template piece 1 so that the half of the next hexagonal template piece can be provided and 3 It is formed alternately in the direction of the circumference of the road, and the temple, the end face of the ladder-shaped space part, obtains the advancement of the shield machine, and the excavation of the side of the road. Under the condition that the surface paving construction part T deviates from the normal tunnel axis, the following correction method is adopted. ～ That is, as shown in the figure 2, the pre-turning position of the construction part of the wall is formed with the bending. The boundary surface 4' is bounded by the curved boundary surface 4: The tunnel wall surface on both sides of the tunnel is covered with a bending portion. The curved boundary 2 is a side oblique hexagonal template piece 5 which forms a pure angle or an acute angle with respect to the template sheet by one of the two side faces (see Fig. 5 and Fig. 7 and the central oblique hexagonal template piece 7 (see Fig. 5 and Fig.) which are substantially parallel with respect to the side end face in the central portion: (and Fig. 5, Fig.), and & And formed, that is, the deformed hexagonal template sheets are disposed to each other in a circumferential direction and are arranged to deviate in the direction of the track axis, whereby one of the side end faces la of the side oblique hexagonal template sheets 5 is The portion formed by the inclined surface portion is continuous with the curved portion 6 of the middle oblique hexagonal template piece 7 to form a curved boundary surface 4. In addition, there is a side slanting hexagonal template piece 5 and a medium oblique hexagonal shape. The template piece 7 is referred to as a deformed hexagonal template piece, and a hexagonal template piece in which the inclined surface portion 317176 10 1297054 • is not formed is referred to as a linear hexagonal template piece. In Fig. 2:::: is indicated by a one-way diagonal line Deformed hexagonal template piece, bidirectionally inclined The slanting hexagonal template piece 5 is a linear hexagonal template which is formed in parallel with the H-direction side as shown in FIG. The contours of the contours of the same size make the other cows into the trapezoidal shape portion 5b. The peripheral end surface of the side == shape portion & is oriented toward the circumferential direction of the track: =:raa and the side end surface The two ends are formed on the outer side by the same length of the inclined end face 5ab which is the same length and the opposite inclination. On the other hand, the peripheral end face of the portion 5b is a hexagonal line having a length and a contoured end portion. The side end faces 1 of the stencil sheet 1 are inclined at the same time and == and the ends of the side end faces 5ba are outwardly directed, and are not formed by a different inclined end® 5bb. For the template: shape two: straight: one is as shown in Figure 6, the phase or the acute angle and tilt. At this time, the angle 'is an obtuse angle, which is placed on the wall of the roadway == because the side of the hexagonal hexagonal template piece 5 is matched with the position of the fifth figure and the sixth figure) h (refer to
Via ^外.6圖⑷至⑴分別是沿著第5圖當中的 & Ij_Vlj線的剖面。而且’第5圖、第6圖是 將與變形六角形模柘M Q疋 角形模板片b”；二相；的模板片假設為直線式六 圖面顯示容易觀看，實二Si: 一致，但這是為了使 貝1不上疋如弟2圖所示，與變形六角 π 317176 1297054 直線式六角形模板片 形模板片5、7相連的模板片是使用 及變形六角形模板片5、7雙方。 乃一万面 六攸乃/是使其_ 與使相對向邊彼此形成平行狀態的直線式六角形模板/成 之-半部的形狀、大小相同的等高梯形狀部〜，使 部形成不等高梯形狀部7b。 千 等高梯形狀部7a的外圍端面是由朝向隨道圓周方向 •的側端© 7aa、以及由此側端面7aa之兩端朝外側以同一 零傾斜度傾斜之同-長度的傾斜端面—$形成。另—方 .面，不等高梯形狀部几的外圍端面是由具有與等高梯形狀 •部以之侧端面7aa及直線式六角形模板片丨之側端面ia 同一長度的側端面7ba、以及由此側端面7ba之兩端朝外 侧傾斜並且彼此長度互不相同的傾斜端面7bb所形成。而 且，等高梯形狀部7a與不等高梯形狀部7b的接合部分是 相互彎曲而形成前述彎曲部6。此彎曲部6的角度會因為 鲁中斜式六角形模板片7配置在隧道壁面施工部分τ的哪個 位置而各不相同。 在此，彎曲邊界面4是朝隧道軸線方向隔以預定間隔 設有兩面。 在這兩面彎曲邊界面4當中，以隧道壁面舖覆施工方 向為基準的第1個彎曲邊界面4a之前段側的隧道壁面舖覆 施工部分的轴線La、與第2個彎曲邊界面4b之後段侧的 隨道壁面舖覆施工部分T的轴線Lc是彼此形成平行狀態 而使隧道壁面舖覆施工部分T彎曲。 317176 1297054 而且’如第2圖至第4岡仏- , .., 圖所不，由於第1個彎曲邊界 面4a所形成的彎曲方向盥由 ；， 成的彎曲方…心 弟2”曲邊界面4b所形Via ^Ex.6 (4) to (1) are the sections along the & Ij_Vlj line in Fig. 5, respectively. Moreover, 'Fig. 5 and Fig. 6 are the same as the deformed hexagonal die 疋MQ corner-shaped template piece b'; the two-phase; the template piece is assumed to be a straight-line six-picture display for easy viewing, and the real two Si: consistent, but In order to make the shell 1 not as shown in Fig. 2, the template sheet connected to the deformed hexagonal π 317176 1297054 linear hexagonal template sheet template sheets 5, 7 is used and deformed by the hexagonal template sheets 5 and 7. It is a linear hexagonal template which is formed in a state in which the opposing sides are parallel to each other, and a contoured portion having the same shape and size as the half-shaped portion, and the portion is formed not to be formed. The contoured end portion 7b has a peripheral end face which is inclined by the side end © 7aa toward the circumferential direction of the track, and the both ends of the side end face 7aa toward the outside with the same zero inclination. The same-length inclined end face - $ is formed. The other side surface, the peripheral end face of the unequal ladder shape portion is composed of a side end face 7aa having a contour portion and a straight hexagonal template piece. Side end face ia side end face 7ba of the same length, and thus side end face 7ba The both ends are inclined toward the outside and are formed with inclined end faces 7bb which are different from each other in length. Further, the joint portions of the contour ladder portion 7a and the unequal ladder portion 7b are bent to form the curved portion 6. The curved portion is formed. The angle of 6 is different depending on which position of the tunnel wall-side construction portion τ is disposed in the tunnel-shaped hexagonal template piece 7. Here, the curved boundary surface 4 is provided with two faces at predetermined intervals in the tunnel axis direction. Among the two curved boundary faces 4, the axis La of the construction portion of the tunnel wall surface on the front side of the first curved boundary surface 4a with reference to the tunnel wall surface construction direction is the latter and the second curved boundary surface 4b The axis Lc of the side wall covering construction portion T on the side is formed in a parallel state with each other to bend the tunnel wall surface of the construction portion T. 317176 1297054 and 'as shown in Fig. 2 to Fig. 4, .., Fig. No, because the bending direction formed by the first curved boundary surface 4a is formed by the bending direction of the first curved boundary surface 4a;
^: 疋偏離180度。在第3圖、第4圖當中，W 疋因為随道_ /由尸4· I h上热 大斜度位置舖覆施工部分形成最大幅寬的最 在將S’隔開彎曲邊界面知，的預定間隔是設定成， =6個六角形模板片b5、7朝隨道圓周方向連 设為一個環時會形成丨$ ^ 命 者假 .之值’而使隨道壁面舖覆施又） 構成兩彎曲邊界“、4b的側钭‘二/用來 u ㈣U純W 5、與中斜 式/、角軸板片7之間有時可配置直料六角形模板片卜 針對使用上述變形六角形模板片5、7,鈇後 所示使隧道壁面舖覆施工部分丁 圖 加以敘述。 弓㈣疋角度的修正方法 ^首先，隨逼之直線部的壁面舖覆施工端面的形狀甘 弟1圖所不’將直線式六角形模板片丨朝 = 組褒成曲折圖形，這些直線式六角形模板片 梯形狀的-半部每隔—個而突出，同時在相鄰的突出= 1間’由這些直線式六㈣模板片卜i之相對向傾斜端面 ib、ib以及組裝在直線式六角形模板片i之另—方相 :員：端Slb、lb間的直線式六角形模板片端面; 形成有等高梯形狀空間部3。 在此等高梯形狀空間部3 ’如第7圖所示嵌合上4 斜六角形模板片5的等高梯形狀部㈣，由於此^高= 317】76 13 Ϊ297054 =狀空間部3相同的形狀，因此其 _模板3的直線式 :=斜端面lb、lb而以等高梯形狀部Μ 狀態組裝。另外，同時，側斜六角形模板片 部:朝::=:Γ會以使其傾斜端面的端 傾斜m鄰的上述直線式六角形模板片1之 突出：： 相連的狀態，從這些端面ib、lb 5 b、5 b ;:y :朝：f圓周方向相鄰的不等高梯形狀部 曰’ έ形成不等尚梯形狀空間部。 組裝成的各不等高梯形狀空間部依序喪合而 7b二二;1?形成同一形狀、大小之不等高梯形狀部 ^ i4 .,1 ^ I ^ 7 ^ # ^ ^ ^ ^ ^ 7b 〇 # ,b , 部盘前!側端面當中的—方5ba的傾斜 彎曲部6會形成連續的 面仏之二 此彎曲邊界面4a為界，位於灣曲邊界 卸牦之兩側的隧道壁面舖覆施工部分τ就會彎曲。 ，關於嵌合在上述等高梯形狀空間二的各侧斜 二广反片5、或是嵌合在上述不等高梯形狀空 α中斜式六角形模板片7分別是如第5圖 、 梯形狀部Wa的形狀 '大小完全相同，：：二等高 是形成越T道之…向，亦= 了广而配設的變形六角形模板片，其寬 小（參照第2圖、第5圖）。 曰越X越 317176 14 1297054 以下’以同樣方式組裝變形丄 式六角形模板片卜藉此進行下 ^^片5、7或直線 隨道f曲料壁面舖覆施卫。具有Μ邊界面处的 対：Γΐ上述配置成曲折圖形的側斜六角形模板片5 ^斜式六角形模板片7之間會形成等高梯形狀空間部， 等高梯形狀空間部是丧合直線式六角形模板片 。=甘欠合後的直線式六角形模板片i與既設的中斜式六 /吳板片7之間所形成的等高梯形狀空間部是嵌合下一 個側斜六角形模板片5。接下來，在此嵌合後的側斜六角 =板片5與既設的直線式六角形模板片之間所形成的不 寺南梯形狀空間部是嵌合τ —個中斜式六㈣模板片7。 )如此便可形成第2個彎曲邊界面4b，但是藉由在此第 個相邊界面4之後段侧依序組裝直線式六角形模板片 1，便可對於第i個彎曲邊界自4a之前段側的随道壁面舖 覆施工部分的轴線La、與第2個彎曲邊界面4b之後段側 ，的隨道壁面鋪覆施工部分的軸線Lc隔以預定距離χ彼此 形成平行狀態的隧道壁面舖覆施工部分τ進行施工。 以上所說明的隧道壁面舖覆施工修正方法，係 早組合三種，斜六角形模板片5及三種令斜式六角形模板 片7，也就是藉由組合共計六種變形六角形模板片5、7， 即可形成彎曲邊界面4,而且不論現場狀況如何，皆能以 極少種類的變形六角形模板片5、7獲得隨道壁面舖覆施工 部分ΊΓ的彎曲部。 而且，根據這種隧道壁面舖覆施工修正方法，可適當 317176 15 1297054 修正隨道轴線的偏離。 t受而且，由於第1個彎曲邊界面4a之前端側的隧道壁面 舖覆施工部分的軸線La與第2個彎曲邊界面仆之後段側 的隧道壁面舖覆施工部分的軸線Lc是相互平行，因此可 在保持隧道軸線形成直線狀的狀態下修正隧道的偏離。而 且，兩面彎曲邊界面4a、4b附近的各個樣態是彼此形成點 對稱的關係，因此可減少所要使用的變形六角形模板片的 .種類。亦即，可㈣“固彎曲邊界面的變形六角形模板片 與第2個彎曲邊界面的變形六角形模板片形成同一形狀。 以上，已針對本發明之隧道壁面鋪覆施工修正方法的 實施形態加以說明，但本發明並不限定於上述實施形態， 而可在不脫離其主旨的範圍適當進行變更。 =’上述實施形態是將第1個彎曲邊界面與第2 "您界面4b之間設定成，在將6個六角形模板片卜 ==圓周，結者假設為一個環時會形成U個 :/旦疋亚不限定於&，亦可使兩彎曲邊界面 a、之間形成2.5個環的寬度值、或是 值。形成2.5個環之寬产佶以…主 似衣扪見度 界面4a、朴之間只要;Γ ，在兩面彎曲邊 .f. r ^ θ "'直、.泉式六角形模板片1所形成的環 列心加一列或是兩列即可。 =土述實施形態是舉出隨道壁面舖覆施 Τ 的方法加以說明，』二：’亚且針對修正該偏離 朝上下方向偏離的情.π:本發明亦可適用在 月况或是朝斜向偏離的情況。 317176 16 1297054 而且’上述實施形態是針對設有兩面彎曲邊界面4 朴的例子加以說明，但是並不限定於此，本發明亦：、 在僅設有-面f曲邊界面的情況、或是設有三面以上的产 況0 月 而且’上述實施形態是舉出構成一個環的模板片數為 6個的情況為例加以說明，但是並不㈣於此，本發明亦 可適用在構成-個環的模板片數為ig個或Μ個的情況。 而且，本發明亦可適用在混 、⑺仕犯破土杈板片、鋼鐵模板片 I或具有廷兩者之特性的合成模板片的情況下。 【圖式簡單說明】 ^圖是用來說明本發明的直線式六角形模板片之組 合狀悲的斜視圖。 弟2圖是用來說明本發明的隨道壁面鋪覆施工部分的 平面圖。 第3圖是第2圖的III向視圖。 第4圖是第2圖的IV向視圖。 =5圖是用來說明本發明⑽道壁面鋪覆施工部分的 辰開圖。 第/圖⑷至⑴是第5圖的要部剖面圖。 圖 矛7圖是用來說明本發明的側斜六角形模板片的斜視 視圖。 【主要元件符號說明 弟8圖是用來說明本發明的㈣式六角形模板片的斜 317176 17 1297054 一 1 (直線）六角形模板片 la 側端面 lb 傾斜端面 2 突出端面 ο J 等高梯形狀空間部 4 彎曲邊界面 4a 第1個彎曲邊界面 4b 第2個彎曲邊界面 5 側斜六角形模板片 5a 等南梯形狀部 5aa 侧端面 5ab 傾斜端面 5b 不等高梯形狀部 5ba 一方之側端面 5bb 傾斜端面 6 彎曲部 • 7 7a 中斜式六角形模板片 等焉梯形狀部 7aa 侧端面 7ab 傾斜端面 7b 不等高梯形狀部 7b a L La 側端面 , 7bb 傾斜端面 隧道的轴線 隧道壁面舖覆施工部分的軸線 Lc 隧道壁面舖覆施工部分的軸線 參s 才吴板片板面 T 隧道壁面舖覆施工 18 317176^: 疋 Deviated by 180 degrees. In Fig. 3 and Fig. 4, W 疋 is the same as the road _ / from the corpse 4 · I h on the hot large slope position of the construction part to form the maximum width of the most in the S' separated from the curved boundary surface, The predetermined interval is set such that =6 hexagonal template pieces b5, 7 are connected to the circumferential direction of the track to form a ring, which will form a value of ^$^ 命 假. The two curved boundaries ", the side 钭 '2 of 4b / used for u (four) U pure W 5, and the middle slant / / angular plate 7 may be configured with a straight hexagonal template piece for the use of the above-mentioned deformation six The angled template pieces 5 and 7, as shown in the figure, are used to describe the construction of the tunnel wall surface. The correction method of the bow (four) 疋 angle ^ First, the wall surface of the straight line is forced to cover the shape of the construction end face. Do not 'clip the straight hexagonal template piece into a zigzag pattern, these linear hexagonal template piece ladder shape - half every other one, while adjacent in the protrusion = 1 'by These straight-line six (four) template sheets are opposite to the inclined end faces ib, ib and assembled in a linear hexagonal template The other side of i: the member: the end face of the linear hexagonal template piece between the ends S1b and 1b; the contoured space portion 3 having the contour is formed. Here, the contour shaped space portion 3' is embedded as shown in Fig. 7. Closing the contour ladder portion (4) of the 4 oblique hexagonal template piece 5, since this height = 317] 76 13 Ϊ 297054 = the same shape of the space portion 3, the straight type of the template 3 is: = the inclined end face lb, The lb is assembled in the state of the contour of the trapezoidal shape. In addition, at the same time, the side slanted hexagonal template piece portion: toward the :::: Γ will be inclined with the end of the inclined end face m adjacent to the linear hexagonal template piece 1 The protrusions are as follows: from the end faces ib, lb 5 b, 5 b ;: y : the unequal height trapezoidal shape 曰 ' 相邻 朝 朝 : f f f f f f f f f f f f f f f f f f f f f f f f f f f f Each of the unequal ladder-shaped space portions is spliced in sequence and 7b-2; 1? forms the same shape and size unequal ladder shape portion ^ i4 ., 1 ^ I ^ 7 ^ # ^ ^ ^ ^ ^ 7b 〇# , b , front of the front plate! The inclined curved portion 6 of the side 5ba of the side end faces will form a continuous facet. The curved boundary surface 4a is bounded by the boundary of the bay. The construction part τ of the tunnel wall on both sides will be bent. For each side of the above-mentioned contour ladder space 2, the two sides of the inclined square wide and negative sheet 5 are fitted or fitted in the above-mentioned unequal ladder shape space α. The oblique hexagonal template sheets 7 are respectively the same in the shape of the shape of the trapezoidal shape Wa as shown in Fig. 5, and the second contour is a deformed hexagon which is formed by the T-channel. The template piece has a small width (refer to Fig. 2 and Fig. 5). 曰越X越317176 14 1297054 The following 'assemble the deformed 六角-shaped hexagonal template piece in the same way to perform the lower part 5, 7 or straight line The surface of the curved material is paved and guarded.対 at the boundary surface of the Μ: 侧 侧 六角 六角 六角 六角 5 5 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ 等 等 等 等 等 等 等 等 等 等 等 等 等 等 等 等 等 等 等 等Straight hexagonal template piece. The contour-shaped space portion formed between the linear hexagonal template piece i after the combination and the intermediate slanted hexagonal plate piece 7 is fitted to the next side slanting hexagonal template piece 5. Next, the non-Shennan ladder shape space formed between the chiseled side slanting hex=slab 5 and the existing linear hexagonal template piece is a fitting τ-a medium-slanting six (four) template piece 7 . Thus, the second curved boundary surface 4b can be formed, but by linearly assembling the linear hexagonal template sheet 1 on the side of the first phase boundary surface 4, the i-th curved boundary can be from the previous stage of 4a. The side wall La of the side wall covering construction portion of the side and the axis Lc of the side wall covering construction portion of the second curved boundary surface 4b are separated by a predetermined distance and the tunnel wall surface is formed in parallel with each other. The construction part τ is applied for construction. The above-mentioned tunnel wall covering construction correction method is to combine three types of oblique hexagonal template sheets 5 and three kinds of oblique hexagonal template sheets 7 by combining a total of six deformed hexagonal template sheets 5 and 7. Then, the curved boundary surface 4 can be formed, and the curved portion of the concrete portion of the construction wall can be obtained with a very small variety of deformed hexagonal template sheets 5, 7 regardless of the on-site condition. Moreover, according to the tunnel wall covering construction correction method, the deviation of the track axis can be corrected by appropriate 317176 15 1297054. In addition, since the axis La of the tunnel wall surface of the construction side of the front end side of the first curved boundary surface 4a and the axis Lc of the tunnel wall surface of the second bending boundary surface are parallel to each other, Therefore, the deviation of the tunnel can be corrected while keeping the tunnel axis linear. Moreover, each of the states near the curved boundary faces 4a, 4b is in a point symmetrical relationship with each other, so that the type of the deformed hexagonal template piece to be used can be reduced. That is, the deformed hexagonal template piece of the "solid curved boundary surface" and the deformed hexagonal template piece of the second curved boundary surface may have the same shape. The embodiment of the tunnel wall covering construction correction method of the present invention has been described above. Although the present invention is not limited to the above embodiment, it can be appropriately changed without departing from the scope of the invention. = 'The above embodiment is between the first curved boundary surface and the second " your interface 4b It is set such that when six hexagonal template sheets are defined as == circumference, the knot is assumed to be one ring, U is formed: / Danya is not limited to & and the two curved boundary faces a, can also be formed. The width value or value of 2.5 rings. The width of 2.5 rings is formed by ... the main interface of the clothing is 4a, the only between the trees; Γ, the sides are curved. f. r ^ θ " Straight, spring type hexagonal template piece 1 can be added to the ring center of the column plus one column or two columns. = The description of the earthwork is to illustrate the method of covering the wall with the road surface, "2: 'Asia And for correcting the deviation of the deviation in the up and down direction. π: the present invention also It is suitable for the case of the moon condition or the oblique direction. 317176 16 1297054 Further, the above embodiment is described with respect to an example in which a double-sided curved boundary surface 4 is provided. However, the present invention is not limited thereto, and the present invention is also The case where the - surface f curved boundary surface is provided, or the case where three or more surfaces are provided is 0 months, and the above embodiment is an example in which the number of template sheets constituting one ring is six, but the example is not described. (4) Here, the present invention is also applicable to the case where the number of template sheets constituting one ring is ig or one. Further, the present invention can also be applied to mixing, (7) breaking the slab, the steel template sheet I or In the case of a composite template sheet having the characteristics of both of them. [Simplified illustration of the drawings] The figure is a perspective view for explaining the combination of the linear hexagonal template sheets of the present invention. Fig. 3 is a view taken along the line III of Fig. 2, Fig. 4 is a view taken along the line IV of Fig. 2. Fig. 5 is a view showing the wall covering of the wall of the present invention (10) The opening plan of the construction part. Figure / (4) to (1) is a cross-sectional view of an essential part of Fig. 5. Fig. 7 is a perspective view for explaining a side oblique hexagonal template piece of the present invention. [Main element symbol description Fig. 8 is a diagram for explaining the fourth method of the present invention. Angle template sheet oblique 317176 17 1297054 - 1 (straight line) hexagon template sheet la side end surface lb inclined end surface 2 protruding end surface ο J contour ladder shape space portion 4 curved boundary surface 4a first curved boundary surface 4b second bending Boundary surface 5 side oblique hexagonal template piece 5a, etc. South ladder shape portion 5aa side end surface 5ab inclined end surface 5b unequal ladder shape portion 5ba side side end surface 5bb inclined end surface 6 curved portion • 7 7a medium oblique hexagonal template piece, etc. The stepped portion 7aa side end surface 7ab the inclined end surface 7b is not equal to the height of the trapezoidal shape portion 7b a L La side end surface, the axis of the 7bb inclined end tunnel tunnel wall surface is covered with the axis Lc of the construction portion, and the axis portion of the tunnel wall surface is laid. Only Wu board sheet T tunnel wall pavement construction 18 317176